HomeMy WebLinkAbout09_GD1.0_Overall Site Demo PlanTBM#2 = 834.95TBM#4 = 810.78HAR
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5HARROWGATE ADDITIONP.B. 2, PG. 203-205LOT 52LOT 53LOT 54LOT 55LOT 56LOT 57LOT 58LOT 59LOT 60LOT 61PARCEL 7PARCEL 84012004080GD1.0OVERALL DEMOLITION PLANCOPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220014.00CARMEL HIGHSCHOOLNATATORIUMADDITION ANDRENOVATIONSCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.17.2021CONSTRUCTION DOCUMENTSDRAWN BY: HHW317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTATAC SUBMITTAL11/17/202119700317No.PROJECT MANAGER: PMRINLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BYTHE SURVEYOR (REFER TO SHEET SV-4). THE ENGINEER MAKES NO GUARANTEESTHAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES INTHE AREA, EITHER IN SERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREAINCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIORTO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.4.REMOVE ALL IRRIGATION SYSTEM COMPONENTS WITHIN THE PROPOSEDBUILDING FOOTPRINT.5.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVEDSTORM WATER MANAGEMENT PERMIT.6.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THERESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FORROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENTSHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OFPROPOSED RIGHT-OF-WAY LINE.7.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TO THESATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THECONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITYPRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTINGCONDITION OF THE RIGHT-OF-WAY.8.DEMOLITION ITEMS INCLUDE BUT ARE NOT LIMITED TO DEMOLITION ITEMSINDICATED ON THIS PLAN. IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVEOR RELOCATE ALL ITEMS WHICH INTERFERE NEW CONSTRUCTION.9.THE CONTRACTOR SHALL REMOVE AN ADDITIONAL 12" OF SOIL BELOWPROPOSED STONE BASE UNDER ALL NEW PAVEMENT.10.SEE SHEETS GD1.1 AND GD1.2 FOR DETAILED SITE DEMOLITION INFORMATION.GENERAL NOTESDEMOLITION LEGENDAPPROXIMATE LIMITS OF ASPHALT PAVEMENT REMOVALAPPROXIMATE LIMITS OF CONCRETE PAVEMENT OR WALK REMOVAL APPROXIMATE LIMITS OF CONCRETE CURB REMOVAL APPROXIMATE LIMITS OF UTILITY OR SEWER LINE REMOVALAPPROXIMATE LIMITS OF 1 1/2" ASPHALT SURFACE MILLINGAPPROXIMATE LIMITS OF BUILDING DEMOLITION(SEE ARCHITECTURAL PLANS)APPROXIMATE LIMITS OF CONSTRUCTION